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3:o
<br />is
<br />GENERAL NOTES
<br />..s. o,IT.
<br />D1 CN❑
<br />COUNTY OF SAN JOAQUIN NOTES
<br />LEGEND
<br />N
<br />PUT
<br />ABBREVIATIONS
<br />1.
<br />CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT
<br />L
<br />h
<br />OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION
<br />TRENCH CUT POLICY
<br />PROPOSED
<br />EXISTING
<br />a
<br />>
<br />ABND
<br />ABANDONED
<br />U) cl)0
<br />SURROUNDINGS, WORKING CONDITIONS, AND SITE
<br />FOF
<br />a0N.eUJ
<br />REQUIREMENTS, AND PAVEMENT REPLACEMENT.
<br />pp2
<br />aLy
<br />Q OUJ
<br />O
<br />N
<br />V
<br />Lu
<br />W
<br />j Doom
<br />LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR
<br />N
<br />LLLL 2
<br />O
<br />LL
<br />Q`wmm
<br />G Ugh
<br />?
<br />AC
<br />ASBESTOS -CEMENT
<br />3
<br />3
<br />BID TO COVER ANY PROJECT CONSTRAINTS.
<br />22.
<br />CONTRACTOR SHALL BE RESPONSIBLE TO ABANDON
<br />GENERAL REQUIREMENTS
<br />+
<br />fq
<br />=CROSS
<br />APPROX
<br />APPROXIMATE
<br />Z
<br />ALL PIPE ENDS BY PLUGGING WITH BRICK AND MORTAR.
<br />=TEE
<br />2.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING
<br />ABANDON ALL GATE VALVES BY REMOVING COVER, CUT
<br />A. RESURFACING REQUIREMENTS SPECIFIED IN THIS POLICY ARE IN
<br />�,
<br />BC
<br />BACK OF CURB/BEGIN CURVE
<br />TO AND COMPLYING WITH LOCAL GOVERNING AGENCY
<br />CASING DOWN TO SUBGRADE, AND BACKFILL VALVE
<br />ADDITION TO THE TRENCH RESURFACING REQUIREMENTS SPECIFIED
<br />=ELBOW, 11.25'
<br />PERMIT RESTRICTIONS, WHICH MAY AFFECT ALLOWABLE
<br />CASING WITH CONCRETE SLURRY TO REMOVE VOIDS.
<br />BY COUNTY STANDARD DRAWING NO. R-29.
<br />N
<br />BLDG
<br />BUILDING
<br />WORKING HOURS AND NOISE LEVELS.
<br />REPLACE BASE ROCK AND PERMANENT PAVEMENT PER
<br />B. FOR THE PURPOSE OF THIS POLICY, "SURFACING AGE" IS
<br />,r,.�
<br />=ELBOW, 22.5'
<br />BOW
<br />BACK OF SIDEWALK
<br />3.
<br />CONTRACTOR SHALL ADHERE TO APPROVED TRAFFIC
<br />CITY STANDARDS. WHEN REMOVING EXISTING FITTINGS,
<br />DEFINED AS THE AGE OF THE MOST RECENTLY COMPLETED
<br />'�i
<br />D
<br />DUCTILE IRON /DRAINAGE INLET
<br />CONTROL AS REQUIRED BY APPLICABLE LOCAL
<br />CONTRACTOR SHALL ALSO REMOVE EXISTING CONCRETE
<br />ROADWAY SURFACING, INCLUDING CONSTRUCTION, RECONSTRUCTION,
<br />=ELBOW, 45'
<br />GOVERNING AGENCY. CONTRACTOR SHALL SUBMIT A
<br />THRUST BLOCK.
<br />OR MAJOR OVERLAY.TH
<br />=ELBOW, 90'
<br />CALL
<br />CAMINO A LOS CERROS
<br />TRAFFIC CONTROL PLAN PER CALTRANS MUTCD
<br />C. WHERE THE APPLICATION OF SEAL COAT IS REQUIRED, A TYPE
<br />CL, CL
<br />CENTERLINE
<br />STANDARDS TO OWNER PRIOR TO CONSTRUCTION, IF
<br />23.
<br />CONTRACTOR SHALL RESTORE LAWN, GUTTER,
<br />II SLURRY SEAL WILL BE USED IN ACCORDANCE WITH STATE
<br />wv
<br />REQUIRED.
<br />PAVEMENT, BERM, AND CURB TO MATCH EXISTING PER
<br />STANDARD SPECIFICATIONS, SECTION 37-2.
<br />N
<br />=WATER VALVE
<br />CLF
<br />CHAIN LINK FENCE
<br />WORK REQUIRING TRAFFIC CONTROL SHALL BE
<br />CITY STANDARDS.
<br />D. THE PERMITTEE MUST POST A ONE-YEAR MAINTENANCE BOND
<br />wv
<br />CL&C
<br />LINED AND CEMENT MORTAR
<br />CONDUCTED BETWEEN THE HOURS OF 8:00 A.M. AND
<br />OR CASH DEPOSIT, IN AN AMOUNT SPECIFIED BY THE DEPARTMENT.
<br />•
<br />Ca
<br />=NORMALLY CLOSED WATER VALVE
<br />5:00 P.M. MONDAY THRU FRIDAY, OR AS OTHERWISE
<br />24.
<br />SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL OF ALL
<br />E. ALL PAVEMENT MARKINGS DESTROYED OR OBLITERATED MUST
<br />COATED STEEL
<br />AUTHORIZED BY LOCAL GOVERNING AGENCY.
<br />PROJECT -GENERATED SPOILS SHALL BE AT A FACILITY
<br />BE REPLACED IN KIND BY THE PERMITTEE. TYPICAL PAVEMENT
<br />/
<br />D
<br />=REDUCER
<br />CI
<br />CAST IRON
<br />LICENSED AND CLASSIFIED TO ACCEPT THE MATERIALS.
<br />MARKINGS INCLUDE, BUT ARE NOT LIMITED TO, LANE LINES, RAISED
<br />4.
<br />CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER
<br />CONTRACTOR TO PROVIDE OWNER WITH A FORMAL
<br />PAVEMENT MARKERS, AND MISCELLANEOUS DELINEATORS.
<br />1
<br />=SOLID PLUG
<br />COMM
<br />COMMUNICATION
<br />QUALITY ASSOCIATION (CASQA) BEST MANAGEMENT
<br />RECEIPT FROM THE ACCEPTING FACILITY. ALL
<br />F. THE PERMITTEE IS RESPONSIBLE FOR SURVEY MONUMENTS
<br />CWS
<br />CALIFORNIA WATER SERVICE
<br />PRACTICES TO PREVENT WATER AND SEDIMENT FROM
<br />MATERIALS THAT WILL REQUIRE TESTING PRIOR TO
<br />DISTURBED BY TRENCHING AND IS REQUIRED TO FILE A CORNER
<br />FHS
<br />=FIRE HYDRANT
<br />E
<br />ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR IS
<br />DISPOSAL SHALL BE SAMPLED AND TESTED IN
<br />RECORD AND TO REESTABLISH THEM USING A LICENSED LAND
<br />0.'
<br />=BLOWOFF
<br />ELECTRIC
<br />RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE
<br />SURVEYOR AFTER THE TRENCH RESTORATION IS COMPLETED.
<br />«
<br />EG
<br />EXISTING GRADE
<br />APPLICABLE AND APPROPRIATE BMPS IDENTIFIED IN
<br />DISPOSAL FACILITY IN ADVANCE OF THE NEED FOR
<br />G. FUNCTIONAL CLASSIFICATION AND PUBLIC WORKS PROJECT
<br />EL OR ELEV
<br />ELEVATION
<br />THE CASQA - STORMWATER BEST MANAGEMENT
<br />DISPOSAL.
<br />ADVERTISING SCHEDULES ARE REFERENCES FOR THIS POLICY.
<br />_
<br />=PIPE COUPLING
<br />PRACTICES HANDBOOK AVAILABLE ONLINE AT
<br />H. TO FACILITATE SCHEDULING AND PLANNING, PUBLIC WORKS
<br />ELL
<br />ELBOW
<br />WWW.CABMPHANDBOOKS.COM. SOME OF THE REQUIRED
<br />25.
<br />THE LIST OF MATERIALS FOR THIS PROJECT IS FOR
<br />STAFF WILL MAKE AVAILABLE THE MOST CURRENT PROJECT
<br />❑W
<br />=WATER METER
<br />EOP
<br />EDGE OF PAVEMENT
<br />PRACTICES MAY OR MAY NOT BE SHOWN ON THIS SITE
<br />CWS CO. ESTIMATING AND REFERENCE PURPOSES ONLY,
<br />ADVERTISING SCHEDULE AT THE MONTHLY UTILITY COORDINATION
<br />PLAN.
<br />AND IS NOT INTENDED AS A FULL TAKE -OFF OF ALL
<br />MEETING AND MAKE IT AVAILABLE TO THE PUBLIC, AT THE
<br />SL
<br />=STREET LIGHT BOX
<br />EX
<br />EXISTING
<br />"UNDERGROUND
<br />MATERIALS REQUIRED TO COMPLETE THE PROJECT PER
<br />PERMITS COUNTER, IN JANUARY EACH YEAR.
<br />FG
<br />FINISHED GRADE
<br />5.
<br />CONTRACTOR TO CONTACT SERVICE
<br />CWS CO. STANDARD SPECIFICATIONS.
<br />TS
<br />=TRAFFIC BOX
<br />ALERT' 48 HOURS PRIOR TO ANY EXCAVATION.
<br />COLLECTORS, ARTERIALS AND EXPRESSWAYS
<br />FH
<br />FIRE HYDRANT
<br />6.
<br />T
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
<br />26.
<br />AT TIE-INS, CONTRACTOR SHALL SPRAY OR SWAB ALL
<br />©
<br />=CABLE BOX
<br />FOC
<br />FACE OF CURB
<br />FITTINGS WITH CHLORINE SOLUTION FOR DISINFECTION
<br />A. RESURFACING AGE LESS THAN THREE (3) YEARS: NO
<br />TO VERIFY THE EXACT LOCATION AND DEPTH ALL
<br />PRIOR TO FINAL CONNECTIONS.
<br />PAVEMENT CUTS. EXCEPTIONS MAY BE APPROVED WITH ACCORDANCE
<br />G
<br />GAS
<br />EXISTING UTILITIES. CARE MUST BE TAKEN TO PROTECT
<br />WITH SECTION 2-5.04 EXCEPTIONS.
<br />=UNKNOWN BOX
<br />GB
<br />GRADE BREAK
<br />EXISTING SEWER DURING CONSTRUCTION. CONTRACTOR
<br />27,
<br />CONTRACTOR TO ENSURE AIR IN THE PIPELINE IS
<br />B. SURFACING AGE THREE (3) YEARS AND OVER:
<br />SHALL POTHOLE ALL SEWER MAIN CROSSINGS. SEWER
<br />REMOVED USING EXISTING OUTLETS SUCH AS FIRE
<br />1. LONGITUDINAL TRENCH CUTTING IN PAVED SHOULDER
<br />OO
<br />=ELECTRIC LINE MANHOLE
<br />GRIND
<br />GROUND
<br />LATERALS AT OR ABOVE TRENCH GRADE WILL BE
<br />HYDRANTS AND BLOW OFFS. CONTRACTOR IS
<br />AREAS:
<br />H, HORIZ
<br />HORIZONTAL
<br />EXPOSED BY HAND WHERE LOCATABLE BY USA MARKS
<br />RESPONSIBLE FOR INSTALLING AIR RELEASES IF
<br />THE ENTIRE SHOULDER OF THE ROAD IS TO BE
<br />@D
<br />=STORM DRAIN MANHOLE
<br />OR OTHER PHYSICAL IDENTIFIERS. ANY DAMAGE TO
<br />EXISTING OUTLETS ARE INSUFFICIENT.
<br />RESURFACED. THE EXISTING SURFACING ADJACENT TO THE
<br />HDPE
<br />HIGH DENSITY POLYETHYLENE
<br />EXISTING FACILITIES DURING INSTALLATION OF THE
<br />TRENCHED AREA SHALL BE PLANED TO ACCOMMODATE THE OVERLAY
<br />SS
<br />=SANITARY SEWER MANHOLE
<br />HP
<br />HINGE POINT
<br />WATER MAIN SHALL BE REPAIRED AT CWS EXPENSE.
<br />28.
<br />ALL WORK SHALL COMPLY WITH CAL WATER
<br />IN A MANNER THAT DOES NOT CAUSE DRAINAGE CONCERNS. THE
<br />55Ca
<br />INV
<br />INVERT
<br />THE SEWER DISTRICT SHALL BE NOTIFIED OF ANY
<br />SPECIFICATIONS FOR MATERIALS, INSTALLATION,
<br />NEAREST PAVEMENT CUT SHALL BE A MINIMUM OF THREE (3) FEET
<br />o
<br />=SANITARY SEWER CLEANOUT
<br />DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES
<br />DISINFECTION AND DECHLORINATION PER LATEST
<br />FORM THE EDGE OF PAVEMENT OR THE REMAINING PAVEMENT SHALL
<br />LATERAL
<br />LATERAL
<br />AND ALL REPAIRS SHALL BE INSPECTED BY A SEWER
<br />REVISION OF DRAWING CW -863.
<br />ALSO BE REMOVED AND REPLACED. (SEE COUNTY STANDARDS
<br />=CATCH BASIN
<br />LF
<br />DISTRICT REPRESENTATIVE.
<br />LINEAR FOOT
<br />29.
<br />ALL SLIP-ON WELDING FLANGES SHALL BE
<br />DRAWING NO. R-37).
<br />GV
<br />x
<br />=GAS VALVE
<br />LIP
<br />LIP OF GUTTER
<br />7.
<br />TRENCH TO BE SHORED IN ACCORDANCE WITH
<br />2. LONGITUDINAL TRENCHES WITHIN TRAVELED LANES: THE
<br />CALIFORNIA OSHA REGULATIONS.
<br />RAISED -FACE SLIP-ON WELDING FLANGES.
<br />ENTIRE TRAVELED LANE WHERE THE TRENCH IS LOCATED IS TO BE
<br />PP
<br />=POWER POLE
<br />LDCC
<br />LOW DENSITY
<br />B.
<br />TRACER WIRE AND STRIP OF DETECTOR TAPE: SEE
<br />30.
<br />FH CY= INDICATES FIRE HYDRANT (STOCKTON)- CLOW
<br />RESURFACED WITH ONE (1) INCH ASPHALT CONCRETE OVERLAY. THE
<br />-,a-
<br />CELLULAR CONCRETE
<br />DRAWINGS CW-863-R6.MEDALLION
<br />DRY BARREL OR LATEST STANDARD
<br />EXISTING SURFACING ADJACENT TO THE TRENCHED AREA SHALL BE
<br />JF
<br />=JOINT PALE
<br />LOD
<br />LIP OF DITCH
<br />CW -380
<br />PLANED TO ACCOMMODATE THE OVERLAY IN A MANNER THAT DOES
<br />9.
<br />SEE LATEST REVISION OF STANDARD DRAWING CW -435
<br />NOT CAUSE DRAINAGE CONCERNS. THE OVERLAY SHALL BE IN
<br />=GUY WIRE
<br />MAX
<br />MAXIMUM
<br />FOR TYPICAL THRUST BLOCK INSTALLATION.
<br />LIMITS OF CWS OWNERSHIP FOR EACH HYDRANT:
<br />ACCORDANCE WITH STATE STANDARDS SPECIFICATIONS SECTION 39.
<br />MH
<br />AGGREGATE GRADATION SHALL BE CONSISTENT WITH THE EXISTING
<br />=STREET LIGHT
<br />MANHOLE
<br />10.
<br />FACILITIES SEPARATION: PROPOSED WATER MAIN SHALL
<br />1 - 6 INCH FIRE HYDRANT
<br />SURFACING MATERIAL (SEE COUNTY STANDARDS DRAWING N0.
<br />MID
<br />MIDDLE
<br />BE INSTALLED WITH MINIMUM EDGE -TO -EDGE
<br />1 - 6 INCH OUTLET TEE POxFLGI
<br />R-37).
<br />HORIZONTAL CLEARANCE OF 10 FT FROM ALL SEWER
<br />1 - 6 INCH GATE VALVE FLGxMJ
<br />CGN
<br />=MONUMENT
<br />MIN
<br />MINIMUM
<br />MAINS WHENEVER POSSIBLE. PROPOSED WATER MAIN
<br />2 - 6 INCH MEG -A -LUG
<br />3. CROSS-CUTTING:CROSS-CUTTING IS ALLOWED ATA
<br />MNFR
<br />SHALL HAVE A MINIMUM CLEARANCE DISTANCE OF 5
<br />1 - VALVE CASING & COVER ASSEMBLY PER DRW. CW
<br />MINIMUM INTERVAL OF 150 FEET. AT EACH CROSS -CUT LOCATION, A
<br />=SIGN
<br />MANUFACTURER
<br />FT RADIUS FROM CENTER OF MANHOLE COVER. SEE
<br />14 AND CW 439
<br />MINIMUM OF TEN (10) FEET ON EACH SIDE OF TRENCH SHALL BE
<br />MON
<br />MONUMENT
<br />DRAWING CW -863-R6.
<br />±10 FEET OF 6 INCH DUCTILE IRON PIPE
<br />PLANED AND RESURFACED WITH ONE (1) INCH ASPHALT
<br />=CUT AND PLUG EXISTING PIPE
<br />1 - 6x42 INCH FIRE HYDRANT BURY FLGxMJ
<br />CONCRETE. IF CROSS -CUTS ARE WITHIN THE 150 FT MINIMUM
<br />NO
<br />NUMBER
<br />11.
<br />WHEN ASSEMBLING A PVC 0-900 PIPE TO AN IRON
<br />1 - 6x12 INCH FIRE HYDRANT EXTENSION
<br />INTERVAL, THE ENTIRE SECTION BETWEEN THE FIRST AND LAST
<br />NOT TO SCALE
<br />FITTING (PUSH -ON OR MECHANICAL JOINT), REMOVE
<br />1 - SET 3/4" X 3-1/2" #304 SS BOLTS & NUTS,
<br />CROSS -CUT SHALL BE PLANED AND RESURFACE WITH ONE (1)
<br />S"PVC
<br />8"ACN.T.S
<br />w W w
<br />=X" (SIZE OF PIPE) (MATERIAL) WATER MAIN
<br />ALL BUT 1/4 INCH OF THE FACTORY -MADE BEVEL
<br />AND GASKETS FOR HYDRANT
<br />INCH ASPHALT CONCRETE. (SEE COUNTY STANDARDS DRAWING NO.
<br />OD
<br />OUTER DIAMETER
<br />FROM THE SPIGOT END OF THE PIPE PRIOR TO
<br />1 - SET 3/4" X 3-1/2" SS BOLTS & NUTS, AND
<br />R-36).
<br />PROP
<br />PROPOSED
<br />INSTALLATION.
<br />GASKETS FOR HYDRANT BREAK -OFF
<br />4. THE CONDITIONS DESCRIBED IN PARAGRAPHS 1, 2 & 3
<br />ABAWED
<br />=ABANDONED EXISTING WATER MAIN
<br />PVC
<br />POLYVINYL CHLORIDE
<br />1 - 6 INCH FLANGE-TYTE GASKET AND STAINLESS
<br />ABOVE WILL NOT APPLY IF RESURFACING IS SCHEDULED WITHIN TWO
<br />_w_w_
<br />12.
<br />VALVE CANS AND COVERS SHALL BE PLACED OVER
<br />STEEL #304 BOLTS AND NUTS
<br />YEARS.
<br />R
<br />RADIUS
<br />ALL VALVES. COVERS SHALL BE SET TO EXISTING
<br />1 - "FIELD LOK" GASKET ON PO JOINTS (MAY BE
<br />jwr_Ny-_
<br />=ABANDON EXISTING WATER MAIN
<br />RCP
<br />FINISHED GRADE AND RESET IF NECESSARY ONCE THE
<br />REINFORCED CONCRETE PIPE
<br />STREET IS AT FINAL GRADE. (SEE LATEST REVISION OF
<br />REQUIRED)
<br />LOCAL ROADS
<br />SD
<br />=STORM DRAIN < 12"�
<br />RD
<br />ROAD
<br />CITY STANDARD DRAWINGS).
<br />POLYWRAP TUBING, PVC TAPE, LINE GUARD AND MISC.
<br />A. SURFACING AGE UNDER THREE (3) YEARS: NO PAVEMENT CUTS
<br />12 SD
<br />R/R
<br />REMOVE & REPLACE
<br />COATING MATERIAL.
<br />ALLOWED. EXCEPTIONS MAY BE APPROVED IN ACCORDANCE WITH
<br />=STORM DRAIN >= 12"0
<br />13.
<br />NO VALVE COVERS ARE TO LIE IN SIDEWALKS, CROSS
<br />SECTION 2-5.04 EXCEPTIONS.
<br />R W
<br />/
<br />RIGHT-OF-WAY
<br />GUTTER, CURB OR DRIVEWAYS. EACH SERVICE SHOULD
<br />R,
<br />(THE FIRE CHIEF WILL MAKE THE FINAL CHOICE OF FIRE
<br />B. SURFACING AGE THREE (3) TO FIVE (5) YEARS:
<br />SS
<br />=SANITARY SEWER
<br />SO
<br />STORM DRAIN
<br />ALSO LOCATED TO PROVIDE PROTECTION TO THE
<br />HYDRANT HEAD WITH CAL WATER APPROVAL.)
<br />1. LONGITUDINAL CUTS ARE PERMITTED. A SEAL COAT
<br />12"SS
<br />SDCB
<br />STORM DRAIN CATCH BASIN
<br />METER BOX FROM VEHICLE TRAFFIC AND PARKING.
<br />IS REQUIRED FOR THAT HALF OF THE ROADWAY CONTAINING THE
<br />=SANITARY SEWER >= 12"�
<br />14.
<br />PROTECT UNDERGROUND FLEXIBLE COUPLINGS, BARE
<br />A BREAK -OFF CHECK VALVE MAY BE REQUIRED IF
<br />TRENCH. (SEE COUNTY STANDARDS DRAWING NO. R-37).
<br />SDD
<br />STORM DRAIN DRAINAGE INLET
<br />STEEL, MJ X MJ SLEEVES, AND ALL BOLTS (INCLUDING
<br />SPECIFIED BY DISTRICT PERSONNEL. USE CLOW MODEL
<br />2. CROSS -CUTTING IS ALLOWED UNDER THE SAME
<br />G
<br />=GAS PIPING
<br />SDMH
<br />STORM DRAIN MANHOLE
<br />STAINLESS STEEL). SEE DRAWING CW -863-R6.
<br />LB400 OR APPROVED EQUAL.
<br />CONDITIONS AS SECTION 2-5.02(B)(3). IF CROSS -CUTS OCCUR
<br />SF
<br />SQUARE FEET
<br />WITHIN THE 150 FEET INTERVAL, RESURFACING MAY BE SUBSTITUTED
<br />E
<br />=BURIED ELECTRIC
<br />15.
<br />NOTE CWS STANDARD DETAILS AND PLANS SHALL BE
<br />WITH A SLURRY SEAL FOR THAT HALF OF THE ROAD WAY. (SEE
<br />SSMH
<br />SANITARY SEWER MANHOLE
<br />USED FOR ALL PERMANENT AND TEMPORARY TRENCH
<br />31.
<br />CENTER PVC PIPE STICK AT ALL SS AND SO UNDER
<br />COUNTY STANDARDS DRAWING NO. R-36).
<br />EO
<br />=BURIED UNKNOWN COMMUNICATION
<br />$T
<br />STREET
<br />PAVING
<br />AND/OR OVER CROSS LOCATIONS TO MAINTAIN 8' MIN
<br />16.
<br />MINIMUM COVER FOR NEW PIPELINES: SEE DRAWING
<br />JOINT SEPARATION.
<br />EXCEPTIONS
<br />ATT
<br />=BURIED COMMUNICATION (AT&T)
<br />STA
<br />STATION
<br />CW -863-R6.
<br />STD
<br />STANDARD
<br />32.
<br />JOINT RESTRAINT FOR PIPE AND FITTINGS SHALL BE
<br />EXCAVATION PROHIBITED IN NEWLY RENOVATED COUNTY
<br />VERIZON
<br />=BURIED COMMUNICATION (VER ZON)
<br />17.
<br />CONTRACTOR SHALL LIMIT DAILY TRENCHING
<br />C
<br />PER CW -435-R4 AND CW -863-R6.
<br />ROADWAYS FOR THREE (3) YEARS AFTER A NOTICE OF COMPLETION
<br />SWLK
<br />SIDEWALK
<br />OPERATIONS TO THE LENGTH OF PIPE THAT CAN BE
<br />HAS BEEN FILED FOR A ROADWAY IMPROVEMENT PROJECT, OR A
<br />COM
<br />=BURIED COMMUNICATION (COMCAST)
<br />T
<br />TELEPHONE
<br />INSTALLED AND BACKFILLED THAT DAY. NO MORE THAN
<br />NEW ROADWAY HAS BEEN ACCEPTED. THE DIRECTOR OF PUBLIC
<br />TBD
<br />THREE HUNDRED FEET (300') OF TRENCH SHALL BE
<br />WORKS MAY APPROVE EXCEPTIONS THAT ARE IN THE BEST INTEREST
<br />UNK
<br />=BURIED UNKNOWN UTILITY
<br />TO BE DETERMINED
<br />OPEN AT ANY ONE TIME. NO MORE THAN THIRTY FEET
<br />OF THE PUBLIC, INCLUDING BUT NOT LIMITED TO:
<br />TC
<br />TOP OF CURB
<br />(30') OF TRENCH SHALL BE LEFT OPEN AT THE END
<br />off
<br />=OVERHEAD UTILITIES
<br />TOE
<br />TOE OF SLOPE
<br />OF THE DAY.
<br />A. AN EMERGENCY THAT ENDANGERS LIFE OR PROPERTY.
<br />B. FOR REPAIR OR MODIFICATION TO PREVENT INTERRUPTION OF
<br />- -
<br />=EDGE OF PAVEMENT
<br />TW
<br />TOP OF WALL
<br />18.
<br />CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST
<br />ESSENTIAL UTILITY SERVICE.
<br />TYP
<br />TYPICAL
<br />FROM NOMINAL UNE AND GRADE TO MATCH THE
<br />C. FOR RELOCATION WORK THAT IS MANDATED BY COUNTY, STATE
<br />=EASEMENT
<br />EXISTING FACILITIES AT ALL LOCATIONS. THE
<br />OR FEDERAL LAW.
<br />- - - - - - - - - -
<br />TRANS
<br />TRANSITE
<br />CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND
<br />D. FOR SERVICE FOR BUILDING WHERE NO REASONABLE MEANS OF
<br />- -
<br />=PROPERTY LINE
<br />UON
<br />UNLESS OTHERWISE NOTED
<br />BLOW -OFF AT TIE-IN LOCATIONS FOR TESTING, (SEE
<br />PROVIDING SERVICE EXISTS
<br />LATEST REVISION OF DRAWINGS CW & CW -683.
<br />.
<br />E. FOR POTHOLING TO VERIFY UTILITY DEPTH OR LOCATIONS.
<br />- -
<br />=RIGHT OF WAY LINE
<br />UNK
<br />UNKNOWN
<br />CONTRACTOR WILL TIE THE NEW MAINN F
<br />FROM THIS
<br />F. FOR TRENCHLESS EXCAVATIONS GREATER THAN THREE FEET IN
<br />VG
<br />VALLEY GUTTER
<br />LOCATION.
<br />DEPTH OF COVER OVER THE UTILITY FACILITY, AND NOT
<br />=EXISTING CURB AND GUTTER
<br />REQUIRING A SIGNIFICANT SURFACE INCISION GREATER THAN
<br />W/
<br />WITH
<br />19.
<br />THE NEW PIPELINE SHALL BE TESTED AT 150 PSI FOR
<br />INDUSTRY BORE PIT STANDARDS.
<br />W OR WAT
<br />WATER
<br />A PERIOD OF 4 HOURS. SEE SPECIFICATIONS TO
<br />X X
<br />=FENCE
<br />DETERMINE EXACT TESTING REQUIREMENTS.
<br />EXCEPTIONS MUST BE REQUESTED AND SUBMITTED IN WRITING TO
<br />THE DEPARTMENT. PAVEMENT OF A NON REFUNDABLE PROCESSING
<br />=CENTERLINE
<br />20.
<br />TIE-INS TO BE MADE AT A TIME THAT IS CONVENIENT
<br />FEE IS ALSO REQUIRED. EXCEPTIONS WILL BE REVIEWED USING THE
<br />TO OWNER AND APPROVED BY THE CITY WHICH MAY
<br />DEPARTMENTS ACTION APPROVAL PROCESS, WHICH REQUIRED THE
<br />=TRENCH SCAR
<br />BE AT NIGHTS OR WEEKENDS. THE ADDITIONAL COST
<br />RECOMMENDATION OF A DEPUTY DIRECTOR.
<br />DUE TO OVERTIME PAY SHALL BE AT OWNER'S
<br />EXPENSE.
<br />ABANDON IN PLACE
<br />XX
<br />= INDICATES A SANITARY SEWER (SS) OR
<br />21.
<br />CONTRACTOR SHALL PROVIDE MISC. MATERIAL
<br />STORM DRAIN (SD) OVER/UNDER CROSSING.
<br />REQUIRED TO COMPLETE THE TIE-INSUCH AS,ERI BUT
<br />WITHIN THIRTY (30) DAYS AFTER THE SERVICE OF A 45 DAY NOTICE
<br />ATI
<br />NOT LIMITED TO: PROTECTION COATING MATERIAL FOR
<br />FROM THE SAN JOAQUIN COUNTY PUBLIC WORKS TO RELOCATE,
<br />SEE DOW VARIANCE EXHIBIT PREPARED BY
<br />PIPE AND FITTINGS, TAPE, CONCRETE FOR
<br />CHANGE GRADE, CONSTRUCT, USE, MAINTAIN, CHANGE OR MODIFY
<br />CWS
<br />EMBEDMENT
<br />THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND
<br />ANY STREET IMPROVEMENT OR COUNTY -OWNED UTILITY FACILITIES,
<br />CALIFORNIA WATER SERVICE SHALL AT ITS SOLE COST AND
<br />EXPENSE, BEGIN THE NECESSARY WORK TO REMOVE THEIR
<br />ABANDONED FACILITIES IN CONFLICT.
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />PLAT SHEET NO
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<br />DISTRICT:
<br />STOCKTON
<br />CITY/COUNTY:
<br />STOCKTON/SAN JOAQUIN
<br />DATE:
<br />JUNE 19, 2023
<br />PROJECT ID.:
<br />WO# 00129022
<br />DRAWING NO.:
<br />STK-9260
<br />SET 2 OF 7
<br />
|